| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 193-01-0027 | |||
| Parish: CAMERON | |||
| Routes: LA 27, LA 82 | |||
| Description: INTERSECTION IMPROVEMENT IN CREOLE | |||
| Type Const:
grading, drainage structures, class ii base course, superpave asphaltic concrete overlay, traffic signals, and related work | |||
| Estimated Construction Cost: $1,250,296.40 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | GUINN BROTHERS, LLC. | $1,993,153.10 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - GUINN BROTHERS, LLC. |
|
|
|
||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-01 | removal of structures & obstructions | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 202-02 | removal of existing traffic signal equipment & related items |
1 | EACH | 8,000.00 | 8,000.00 | ||||||
| 203-01 | general excavation | 913 | CUYD | 25.00 | 22,825.00 | ||||||
| 203-03 | muck excavation | 1,094 | CUYD | 32.00 | 35,008.00 | ||||||
| 203-04 | embankment | 1,055 | CUYD | 48.00 | 50,640.00 | ||||||
| 302-01 | class ii base course | 259.1 | CUYD | 165.00 | 42,751.50 | ||||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
10 | CUYD | 150.00 | 1,500.00 | ||||||
| 402-01 | traffic maintenance aggregate (vehicular measurement) | 250.0 | CUYD | 50.00 | 12,500.00 | ||||||
| 502-01 | superpave asphaltic concrete | 620.1 | TON | 195.00 | 120,919.50 | ||||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
56.7 | TON | 198.00 | 11,226.60 | ||||||
| 701-05-I | side drain pipe (24") | 119 | LNFT | 150.00 | 17,850.00 | ||||||
| 701-10-I | reinforced concrete pipe (extension)(24") | 8 | LNFT | 300.00 | 2,400.00 | ||||||
| 704-03 | blocked out guard rail | 257.7 | LNFT | 100.00 | 25,770.00 | ||||||
| 704-08-B | guard rail transitions (double thrie beam) | 103.8 | LNFT | FREE | FREE | ||||||
| 706-03-A | incidental concrete paving (4" thick) | 160.0 | SQYD | 80.00 | 12,800.00 | ||||||
| 707-03 | combination concrete curb & gutter | 175.2 | LNFT | 75.00 | 13,140.00 | ||||||
| 712-04 | flexible revetment | 356 | SQYD | 125.00 | 44,500.00 | ||||||
| 713-01 | temporary signs & barricades | lump | LUMP | 40,000.00 | 40,000.00 | ||||||
| 713-03-A | temporary pavement markings (4" width) | 435 | LNFT | 1.00 | 435.00 | ||||||
| 713-04-A | temporary pavement markings (broken line)(4" width)(4' length) |
0.100 | MILE | FREE | FREE | ||||||
| 713-05-A | temporary pavement markings (solid line)(4" width) | 0.628 | MILE | 1,000.00 | 628.00 | ||||||
| 717-01 | seeding | 90 | LB | 20.00 | 1,800.00 | ||||||
| 718-01 | fertilizer | 90 | LB | 15.00 | 1,350.00 | ||||||
| 722-01 | project site laboratory | 1 | EACH | 25,000.00 | 25,000.00 | ||||||
| 724-01-B | pavement patching (12" minimum thickness) | 250 | SQYD | 100.00 | 25,000.00 | ||||||
| 726-01 | bedding material | 384.2 | CUYD | 130.00 | 49,946.00 | ||||||
| 727-01 | mobilization | lump | LUMP | 395,000.00 | 395,000.00 | ||||||
| 729-16-C | object marker assembly (type 3) | 8 | EACH | 125.00 | 1,000.00 | ||||||
| 731-01 | nonreflectorized raised pavement markers | 180 | EACH | 25.00 | 4,500.00 | ||||||
| 731-02 | reflectorized raised pavement markers | 21 | EACH | 10.00 | 210.00 | ||||||
| 732-01-A | plastic pavement striping (4" width) | 247 | LNFT | 1.00 | 247.00 | ||||||
| 732-01-D | plastic pavement striping (12" width) | 280 | LNFT | 2.50 | 700.00 | ||||||
| 732-01-E | plastic pavement striping (24" width) | 93 | LNFT | 5.00 | 465.00 | ||||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 0.423 | MILE | 3,500.00 | 1,480.50 | ||||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 0.140 | MILE | 1,500.00 | 210.00 | ||||||
| 736-01 | trenching and backfilling | 125 | LNFT | 15.00 | 1,875.00 | ||||||
| 736-03 | jacked or bored conduit (3" hdpe) | 255 | LNFT | 80.00 | 20,400.00 | ||||||
| 736-04 | signal support (30' mast arm pole) | 4 | EACH | 18,500.00 | 74,000.00 | ||||||
| 736-05 | signal heads (3-section, r y g) | 9 | EACH | 1,850.00 | 16,650.00 | ||||||
| 736-08 | signal controller, nema 8-phase, type 6 pole mounted cabinet |
1 | EACH | 22,000.00 | 22,000.00 | ||||||
| 736-10-A | underground junction box type "f" | 4 | EACH | 1,500.00 | 6,000.00 | ||||||
| 736-10-B | underground junction box type "h" | 1 | EACH | 2,500.00 | 2,500.00 | ||||||
| 736-11-A | conduit (2" hdpe) | 95 | LNFT | 8.00 | 760.00 | ||||||
| 736-11-B | conduit (3" hdpe) | 30 | LNFT | 20.00 | 600.00 | ||||||
| 736-12-A | conductor, 3c(power, 6 gauge/#6 awg) | 200 | LNFT | 12.00 | 2,400.00 | ||||||
| 736-12-B | conductor, 6c(signal/#14 awg) | 400 | LNFT | 6.00 | 2,400.00 | ||||||
| 736-12-C | conductor, 10c(signal/#14 awg) | 500 | LNFT | 6.00 | 3,000.00 | ||||||
| 740-01 | construction layout | lump | LUMP | 60,000.00 | 60,000.00 | ||||||
| 744-01 | traffic control management | lump | LUMP | 62,500.00 | 62,500.00 | ||||||
| 805-01-I | class a concrete(box culvert connection) | 13.13 | CUYD | 2,000.00 | 26,260.00 | ||||||
| 805-12-M | reinforced concrete box culverts (5-6'x 6') | 472.0 | LNFT | 750.00 | 354,000.00 | ||||||
| 806-01 | deformed reinforcing steel | 2,001 | LB | 6.00 | 12,006.00 | ||||||
| S-001 | special anchor section | 4 | EACH | 2,500.00 | 10,000.00 | ||||||
| S-002 | temporary steel sheet pile wall | 6,800 | SQFT | 45.00 | 306,000.00 | ||||||
| CONTRACTOR TOTAL | 1,993,153.10 | ||||||||||